Cipunegara river aggregates engineering properties and its use in asphalt concrete for road pavement material

被引：0

作者：

Siswosoebrotho, BI ^{[1
]}

Yandi, C ^{[1
]}

机构：

[1] Inst Technol Bandung, Ctr Res Transportat & Commun, Bandung 40132, Indonesia

来源：

PROCEEDINGS OF THE EASTERN ASIA SOCIETY FOR TRANSPORTATION STUDIES, VOL 3, NO 1 | 2001年

关键词：

aggregate; asphalt concrete; Marshall; bitumen content; deformation;

D O I：

暂无

中图分类号：

U [交通运输];

学科分类号：

08 ; 0823 ;

摘要：

The investigation described in here was concerned with an evaluation of the engineering properties of Cipunegara aggregate and of asphalt concrete binder course made with the aggregate. Tests were conducted of crushed coarse and fine aggregate and on the natural fine aggregate. For purpose of comparison a parallel investigation was conducted using crushed aggregate from Banjaran. The test data indicate that the Cipunegara aggregate satisfied specified and recommended strength, hardness and durability requirements for aggregate used in binder course mix. The Marshall procedure was used to design mixes containing crushed coarse and fine Banjaran aggregate, crushed coarse and fine Cipunegara aggregate and crushed coarse and natural fine Cipunegara aggregate. Mixtures at optimum bitumen content were tested for durability, resilient modulus and resistance to deformation. The results of the investigation indicate that a satisfactory asphalt concrete binder course mix can be made with Cipunegara aggregate.

引用

页码：369 / 384

页数：16